district zoning 165 polk township rd., po box 137

Rev. 1/4/2021 Pool and Deck Application of 7

Pool & Deck- Zoning and Building Applications Permit applications and required documentation are to be submitted to the Township for processing.

Zoning and building fees are due when permit is picked up by applicant. Payment of fees in the form of cash or check are payable to POLK TOWNSHIP.

When permits are ready, the Township will contact you.

Helpful information: 1. Any body of water more than 24 inches deep is considered a pool and must meet required safety

standards. 2. All pools must be fenced on all sides with a structure at least 48 inches high. 3. For above ground pools: If the sides of the pool are 48 inches high, they can count as the fence. A

removable or locking ladder is required, and it must be removed or locked when the pool is not in use. 4. For in-ground pools: All fence gates must be self-closing and latching. A house may be used as the fourth

side of the fence, but all doors leading to the pool area must have an audible warning device if no other gate or door is between the house and the pool.

ZONING PERMITS will be submitted to Tracy Herman at Polk Township. For any Zoning questions, please contact:

Tracy Herman, Polk Township Zoning and Codes Enforcement Officer

Office: (610) 681-5376

Fax: (610) 681-3063

Email: [email protected]

Requirements:

1. Markers must be placed where proposed structure will be placed. Zoning Officer will verify at initial inspection. 2. Copies of all required documents are to be submitted:

a. 3 sets of Plot plans, Pool specs: ladder, filtering system & pump, fencing, gallon capacity, etc

Building Setbacks

165 Polk Township Rd., PO Box 137, Kresgeville, PA 18333

Phone: 610-681-5376 Fax: 610-681-3063 E-mail: [email protected]

Office Hours: Monday- Friday 8am-2pm

Appointments are encouraged.

Conforming Lot

Zoning

DistrictFront Rear Side

RR 75' 25' 25'

R-1 60' 20' 20'

R-2 40' 20' 20'

R-3 40' 15' 10'

C 40' 15' 10'

I 40' 15' 10'Notes:

1) For any new detached accessory building or

structure it must be a minimum of 20 feet away

from the principal building and any existing or

proposed accessory structure.

Minimum Setbacks by Zoning District

Accessory Buildings

Non-Conforming Lot

Minimum Setbacks

Accessory Buildings

Lot Width

Front Rear Side Maximum Lot

Coverage

All Lots 40' 15' 15' 40%

Notes: 1) For any new detached accessory building

or structure it must be a minimum of 20 feet away from the principal building and any existing or proposed accessory structure.

mailto:[email protected]


Proposed Shed

Proposed Deck

House

Front property line

Pro

po

sed

Fen

ce

Proposed Fence

Side p

rop

erty line

Rear property line

Pro

po

sed

D

rive

way

This is an example of a plot plan. Please create a plan for the property in which you are applying by showing: 1. Show all roads that are next to the lot.

2. Lot Dimensions

3. Septic and Well location

4. All existing structures including porches, decks and pools. Dimensions of all structures must be

included.

5. Show the driveway and the size, along with any parking areas.

6. Include any proposed structures in which you are applying for.

7. Any other information that the Zoning Officer may request to make an informed decision.

8. Your drawing should be as close as you can to scale. This drawing should be an accurate portrayal of

an overhead view of your property.

Name Address

Phone Number Signature Date

Example of a Plot Plan


POLK TOWNSHIP Pool & Deck- ZONING PERMIT APPLICATION

Is the structure in a flood zone? Floodplain maps can be found online : www.floodmaps.fema.gov YES NO

Will there be any fill or encroachment of wetlands? YES NO

Does the property have a proper E-911 (green) sign with 4” white numbers been placed so the bottom of the sign is 48” from the ground and at least 6-8’ from road? Note: Certificate of Occupancy may be delayed if E-

911 is not correct.

YES NO

Is a deed or bill of sale for property ownership included in this application? YES NO

I fully understand the provisions of this application and hereby certify that all information submitted is true

and correct to the best of my knowledge.

Applicant Signature: _______________________________________________ _______________ Date

FOR OFFICE USE ONLY:

Application Date

Address 14 Digit PIN

Owner of Property

Pool Contractor

Phone

Phone

Address

Address

Email

Email

Deck Contractor

Zoning District RR ( ) R1 ( ) R2 ( ) R3 ( )

Phone

C ( ) I ( )

Address

Lot Size

Diameter/ Sq. Ft. of Pool

Email

Sq. Ft. of Deck

Height of Structure

Total Cost

Fee: Pool- In Ground or Above Ground: $50 + $0.20 per sq. ft.

Fence (for In Ground pool) $35.00

Zoning Application Fee: $50.00

Certificate of Occupancy: $25.00

NOTE: Square Footage includes pool and deck


Date of Submittal: ______________________________

Property Address: ________________________________________________

Property Pin # ___________________________________________________

REQUIRED SUBMITTED NOTES:

1. Permit Application _________ _________ ___________________________

2. Verification of Ownership _________ _________ ___________________________

3. Sewage Disposal Permit _________ _________ ___________________________

4. Well Permit _________ _________ ___________________________

5. Driveway Permit _________ _________ ___________________________

6. Plot Plans (4 copies) _________ _________ ___________________________

7. Building Plans (3 copies) _________ _________ ___________________________

8. Compliance with Stormwater Management _________ _________ ___________________________

POLK TOWNSHIP POOL & DECK-BUILDING PERMIT APPLICATION

ALL WORK SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE AS APPLICABLE TO THE UCC Fee: ⃝ Above Ground Pool with Deck $480.00

⃝ Above Ground Pool- No Deck $240.00

⃝ In-Ground Pool $390.00


Brief Description of Work: _____________________________________________________________________________

___________________________________________________________________________________________________

___________________________________________________________________________________________________

Application Date

Address 14 Digit PIN

Owner of Property

Pool Contractor

Phone

Phone

Address

Address

Email

Email

Deck Contractor

Zoning District RR ( ) R1 ( ) R2 ( ) R3 ( )

Phone

C ( ) I ( )

Address

Lot Size

Email

Pool Details:

Diameter/ Sq. Ft. of Pool______________________ Total Cost of Pool________________

Height of Structure______________________

Type of pool ladder ______________________

Type of fencing around pool & pool gate info. ______________________

Amount of gallons of water pool will hold ______________________

The company where the pool was purchased will provide the information.

Total Cost of Pool________________

Deck Details:

Sq. Ft. of Deck ______________________ Total Cost of Deck________________

Height of Deck______________________

Total Cost of Pool________________


___________________________________________________________________________________________________

This permit application is a legal and public document. All items must be completed accurately. Falsification of

information will result in revocation of permit(s). I agree to conform to all regulations of the Polk Township Zoning

Ordinance, any other Ordinances of Polk Township, and any amendments. If anyone other than the property owner,

applicant verifies by signing below that he/she is the agent that has legal authority to act in behalf of the owner.

Submission of this form grants authorized representatives to access the property to conduct all inspections to Township

Code.

________________________________ ________________ _________________________________

Print Name Date Signature

A MATTER OF “LIFE” OR “DEATH”

Is there any additional drawings, plot plans, elevation drawings enclosed with this application that include: Proposed and existing structures, setbacks, septic tanks, drain fields, wells, driveways, and other required improvements?

Yes No

9 1 1


If we can’t find you, we can’t help you!

Polk Township Ordinance 2011-03 adopted 6/27/11 requires reflective E-911 sign be placed at

all driveway entrances to all properties with principal structures. To view the entire Ordinance,

please call the Polk Township Office during regular business hours.

Certificate of Occupancies may be held if the property E-911 sign is not correct. The Zoning

Officer will require the E-911 sign to be installed or corrected before a Certificate of Occupancy

can be issued.

E-911 Sign Requirements:

Signs may be VERTICAL or HORIZONTAL

Signs must be REFLECTIVE GREEN BACKGROUND with 4’’ WHITE NUMBERS

Must be adequately visible from both directions of travel

Sign must be 42’’ off the ground and under 72’’ in height

Sign posts must be on your 6’ to 8’ from the road pavement and not in Township right-

of-way. They can be placed on mailboxes

Do not place sign on a fence, utility pole, stone, tree or across the street.

Call 811 (One Call) before you dig!

Mailbox requirements:

The front of the mailbox must be 4 ½ feet from the road pavement (This is the Township

right-of-way)

Mailboxes must be maintained by the homeowner. (snow must be removed in order to

receive mail)

Mailboxes in Township right-of-way that are damaged during snow and ice events are

NOT reimbursed by the Township.

BASE ENGINEERING INC. CONSULTING ENGINEERS & SURVEYORS

1010 N. QUEBEC STREET, ALLENTOWN, PA 18109-1607 (610) 437-0979 FAX (610) 432-3800 www.BaseEng.com [email protected]

CIVIL ! STRUCTURAL ! MUNICIPAL ! ELECTRICAL ! MATERIAL HANDLING ! MECHANICAL ! SUPERVISION

Residential Pools – Above Ground The following guide is based upon requirements set forth in the Pennsylvania Uniform Construction Code (PAUCC). The information is adapted from the PA UCC, the International Residential Code (2015), and the International Swimming Pool and Spa Code (2015). This guide is intended to provide pertinent and helpful excerpts from the noted sources. As this is a guide only, contact the authority having jurisdiction for additional requirements or modifications to the following information. 1. The following shall be submitted with the permit application:

a. A site/plot plan drawn to a suitable scale shall showing locations of all existing features, property lines, easements, permanent structures, utilities, right of ways, and the location of the proposed pool and any structures (fences, patios, pump/filter equipment pad, etc.).

b. Supplemental information/brochures including specifications on the pool type, installation instructions, pump, filter equipment, lights, alarms, heaters, and all electrical requirements.

2. All equipment, pipe, fittings, and components shall be listed and labeled for their use.

3. All pool equipment and related piping shall be installed, mounted, and supported in accordance with the manufacturers installation instructions.

4. All pool heaters shall be equipped with a readily accessible on-off switch to allow shutting off the heater without adjusting the thermostat setting. Pool heaters fired by natural gas or LPG shall not have continuously burning pilot lights.

ELECTRICAL REQUIREMENTS 1. Receptacle for pump

a. 20-amp GFCI protected, single twist lock, in weatherproof device box with in-use cover. Locate 6’-10’ from inside wall of pool. May not be shared with any other device.

b. Flexible cord permitted for fixed/stationary equipment. Cord shall not exceed 3-feet in length. c. Disconnecting means shall be readily accessible and within site of the equipment served. Locate 5’ from inside

wall of the pool. d. All receptacles, panels, or junction boxes shall be mounted on a structural wall, post (typically a pressure treated

4x4 post buried 24” deep), or equal. e. A time switch shall be provided to automatically turn off and on heaters and pump motors.

2. General purpose receptacle a. 125-volt, 15- or 20-amp GFCI protected in weatherproof device box with in-use cover (may not be on pump

circuit). Locate 6’-20’ from inside wall of pool. b. Receptacle shall be mounted on a structural wall, post (typically a pressure treated 4x4 post buried 24” deep), or

equal. 3. Wiring:

a. All wiring to the receptacles shall be buried underground and shall extend 5-feet horizontally from the inside wall of the pool. The minimum burial depth, measured to the top of the conduit, shall be as follows: 6” for rigid metal conduit, 6” for intermediate metal conduit, and 18” for nonmetallic conduit (PVC).

b. All conductors must be in conduit that is corrosion resistant and suitable for the location. c. Conductors inside of conduits shall be insulated #12 AWG for 20 amp (120V) and rated for wet locations.

4. Bonding a. All metallic parts of the pool shall be joined to form an electrically conductive path that will ensure electrical

continuity to safely guard against any electrical current that may likely be imposed. b. Use #8 AWG solid, covered or bare copper wire, or larger located 18”-24” from the inside walls of the pool and

buried 4”-6” below grade.

c. Install from the wire lug on the motor and all metal parts relating to the pool circulation system, to four equally spaced pool uprights and to any other metal within 5-feet of the inside wall of the pool. Connections shall be made by exothermic welding, listed pressure connectors, or clamps that are labeled as being suitable for the purpose.

d. The pool water shall be bonded with a minimum conductive surface area of 9 square inches. Bond to #8 AWG solid copper bonding system.

5. Grounding a. The following equipment shall be grounded: all electrical equipment located within 5-feet of the inside wall of the

pool, all electrical equipment associated with the recirculating system, junction boxes, transformer and power supply enclosures, GFCI receptacles, and panel boards that are not part of the service equipment and that supply any electrical equipment associated with the pool.

b. Minimum #12 AWG insulated solid copper wire. 6. Switching devices shall be located no less than 5-feet horizontally from the inside walls of the pool, except where

separated from the pool by a solid fence, wall or other permanent barrier. 7. One or more means to simultaneously disconnect all ungrounded conductors shall be provided for all equipment

other than lighting. Each means shall be readily accessible and within sight from the pool equipment and shall be located no less than 5-feet from the inside walls of the pool.

CIRCULATION SYSTEM REQUIREMENTS 1. The circulation system consisting of pumps, hoses, tubing, piping, return inlets, suction outlets, filters, and other

related equipment shall be located so that such items may not be used as a means of access to the pool. 2. The circulation system equipment shall be sized to provide a turnover of the pool water not less than once every 12

hours. 3. Return fittings shall be provided and arranged to facilitate a uniform circulation of water. 4. A cleanable strainer shall be installed on pressure-type filter systems between the pool and the pump.

LADDER AND STAIR REQUIREMENTS 1. Ladders/stairs in the pool shall have a physical barrier to prevent swimming through the riser openings or behind

the ladder/stairs. 2. Platforms on A-frame ladders shall have a minimum width and length of 12-inches. The platform shall be at or

above the highest ladder tread. Treads shall have a minimum depth of 2-inches and riser heights shall not less than 7-inches and no greater than 12-inches. All walking surfaces shall be slip resistant.

3. Stair treads shall have a minimum depth of 10-inches and a minimum unobstructed surface area of 240 square inches. Risers shall have a uniform height of not less than 7-inches and no greater than 12-inches.

BARRIER REQUIREMENTS A permanent barrier shall be provided that completely surrounds the pool and obstructs the access to the pool. Barriers shall be located to prohibit permanent structures, equipment, or similar objects from being used for climbing. The top of the barrier shall be 48-inches minimum above finish grade (measured on the outside of the pool). The minimum height shall extend around the entire length of the pool and for a distance of 3-feet (measured horizontally from the outside of the barrier). The barrier shall consist of one or a combination of the following. 1. Pool wall structure or a barrier mounted on top of the pool wall

structure: a. The bottom of the wall is on grade and the top of the wall is not

less than 48-inches above grade for the entire perimeter of the pool and the pool manufacturer allows the wall to serve as the barrier.

b. Where the barrier is mounted on top of the pool wall structure, the top of the barrier is not less than 48-inches above grade for the entire perimeter of the pool and the clearance between the top of the pool and the bottom of the barrier is less than 4-inches. The barrier shall be mounted in accordance with the pool manufacturer’s instructions.

2. Ladders or stairs used as a means to access the pool are capable of being secured, locked, or removed to prevent access. Openings created by the securing of the ladders or steps shall not allow passage of a 4-inch sphere.

3. Ladders or stairs used as a means of access to the pool are surrounded by a barrier meeting the following requirements: a. Top of barrier is not less than 48-inches above

grade. b. Barriers shall be constructed and located to prohibit

the barrier, permanent structures, trees, pool equipment, storage boxes, or similar objects from being used for climbing.

c. Vertical clearance between grade (grass, mulch, gravel, etc.) and the bottom of the barrier shall not exceed 2-inches. Vertical clearance between grade (concrete, asphalt, etc.) and the bottom of the barrier shall not exceed 4-inches.

d. Solid barriers (no openings) shall not contain indentations or protrusions except for normal construction tolerances and tooled masonry joints.

e. Where the barrier is composed of horizontal and vertical members and the distance between the tops of the horizontal members is less than 45”, the horizontal members shall be located on the pool side of the barrier. Spacing between vertical members shall not exceed 1¾-inches in width. Where there are decorative cutouts within vertical members, spacing within the cutouts shall not exceed 1¾-inches in width.

f. Where the barrier is composed of horizontal and vertical members and the distance between the tops of the horizontal members is 45” or more, spacing between vertical members shall not exceed 4-inches (spacing between vertical members shall be less than 4-inches to comply with barrier openings). Where there are decorative cutouts within vertical members, spacing within the cutouts shall not exceed 1¾-inches in width.

g. Maximum mesh size for chain link fences shall be 1¼-inches square (measured on the diagonal); unless the fence is provided with slats fastened at the top or the bottom; then a standard chain link fence may be used.

h. Where the barrier is composed of diagonal members, such as lattice fence, the maximum opening formed by the diagonal members shall be no more than 1¾-inches.

4. A permanent fence, wall, building wall, or combination thereof that completely surrounds the pool and obstructs the access to the pool shall be provided in accordance with the requirements listed in item 3 above.

5. Where the wall of the dwelling acts as part of the barrier, operable windows with a sill height of less than 48” above the indoor finish floor and doors shall be equipped with a listed and labeled alarm. The alarm shall activate within 7 seconds and sound continuously for a minimum of 30 seconds immediately after the door and/or its screen is opened and be capable of being heard throughout the house during normal household activities. The alarm shall automatically reset under all conditions. The alarm shall be equipped with a manual means to temporarily deactivate the alarm for a single opening. Such deactivation shall last no more than 15 seconds. The deactivation switch shall be located at least 54” above the threshold of the door. The alarm is an audible warning when the door is opened. The following requirements shall be followed: listed and labeled in accordance with UL 2017, the deactivation switch shall be located at least 54” above the threshold of the door.

GATE REQUIREMENTS 1. Pedestrian access gates shall open outward away from the pool and be self-closing and self-latching. 2. Gates shall be self-closing and self-latching. 3. Gates shall be equipped to accommodate a locking device. 4. Gates not intended for pedestrian use shall remain locked when not in use. Double or multiple gates shall have at

least one leaf secured in place and the adjacent leaf shall be secured with a self-latching device. 5. The release mechanism for gates shall be located 54” above grade or a minimum of 3-inches below the top of the

gate and shall be located on the pool side of the gate. The gate and barrier shall have no openings greater than ½-inch within 18” of the release mechanism.




Residential Pools – In Ground The following guide is based upon requirements set forth in the Pennsylvania Uniform Construction Code (PAUCC). The information is adapted from the PA UCC, the International Residential Code (2015), and the International Swimming Pool and Spa Code (2015). This guide is intended to provide pertinent and helpful excerpts from the noted sources. As this is a guide only, contact the authority having jurisdiction for additional requirements or modifications to the following information. 1. Detailed plans drawn to a suitable scale shall be submitted with

the permit application. The plans shall include the following: a. Site/Plot plan showing location of all existing features, property

lines, easements, permanent structures, utilities, right of ways, and the location of the proposed pool and any structures (fences, patios, pump/filter equipment pad, etc.).

b. Construction details showing the size, spacing, and location of all structural members and reinforcement. Indicate location of steps and/or ladder.

c. Pool sections with details. d. Construction details of proposed fence. e. Supplemental information/brochures including specifications

on the pool type, installation instructions, pump, filter equipment, lights, alarms, heaters, and all electrical requirements.

2. All equipment, pipe, fittings, and components shall be listed and labeled for their use.

3. All pool equipment and related piping shall be installed, mounted, and supported in accordance with the manufacturers installation instructions.

4. All pool heaters shall be equipped with a readily accessible on-off switch to allow shutting off the heater without adjusting the thermostat setting. Pool heaters fired by natural gas or LPG shall not have continuously burning pilot lights.

ELECTRICAL REQUIREMENTS 1. Receptacles for pump:

a. 20-amp GFCI protected, single twist lock, in weatherproof device box with in-use cover. Locate 6’-10’ from inside wall of pool.

b. Flexible cord permitted for fixed/stationary equipment. Cord shall not exceed 3-feet in length. c. Disconnecting means shall be readily accessible and within site of the equipment served. Locate 5’ from inside

wall of the pool. d. All receptacles, panels, or junction boxes shall be mounted on a structural wall, post (typically a pressure treated

4x4 post buried 24” deep), or equal. e. A time switch shall be provided to automatically turn off and on heaters and pump motors.

2. General purpose receptacle a. 125-volt, 15- or 20-amp GFCI protected in weatherproof device box with in-use cover (may not be on pump

circuit). Locate 6’-20’ from inside wall of pool b. Receptacle shall be mounted on a structural wall, post (typically a pressure treated 4x4 post buried 24” deep), or

equal. 3. Wiring

a. All wiring to the receptacles shall be buried underground and shall extend 5-feet horizontally from the inside wall of the pool. The minimum burial depth, measured to the top of the conduit, shall be as follows: 6” for rigid metal conduit, 6” for intermediate metal conduit, and 18” for nonmetallic conduit (PVC).

b. All conductors must be in conduit that is suitable for the application. c. Conductors inside of conduits shall be insulated: #12 AWG for 20 amp (120V) and rated for wet locations.

4. Bonding

a. The following parts shall be joined to form an electrically conductive path that will ensure electrical continuity to safely guard against any electrical current that may likely be imposed: pool motor, conductive pool shells, all metallic parts of a pool structure, ladders, slides, underwater lighting (except listed low-voltage lighting with non-metallic shells), metal fittings, electrical equipment, any metal within 5-feet horizontally of the inside walls of the pool, and any metal within 12-feet vertically above the maximum water level of the pool.

b. #8 AWG bare solid copper wire located 18”-24” from the inside walls of the pool and buried 4”-6” below grade. The wire shall be connected to the pool at four equally spaced locations. Connections shall be made by exothermic welding, listed pressure connectors, or clamps that are labeled as being suitable for the purpose.

c. The pool water shall be bonded with a minimum conductive surface area of 9 square inches. Bond to #8 AWG solid copper bonding system.

5. Grounding a. The following equipment shall be grounded: through

wall lighting assemblies and underwater luminaires (except listed low-voltage lighting), all electrical equipment located within 5-feet of the inside wall of the pool, all electrical equipment associated with the recirculating system, junction boxes, transformer and power supply enclosures, GFCI receptacles, and panel boards that are not part of the service equipment and that supply any electrical equipment associated with the pool.

b. Minimum #12 AWG insulated solid copper wire. 6. Switching devices shall be located no less than 5-feet

horizontally from the inside walls of the pool, except where separated from the pool by a solid fence, wall or other permanent barrier.

7. One or more means to simultaneously disconnect all ungrounded conductors shall be provided for all equipment other than lighting. Each means shall be readily accessible and within sight from the pool equipment and shall be located no less than 5-feet from the inside walls of the pool.

LIGHTS/LUMINAIRES 1. No-niche luminaires shall comply with the following:

a. Luminaires operating at more than 15V shall be GFCI protected. Voltages above 150 are not permitted. b. Shall have a minimum 12-foot long factory installed permanently attached flexible chord. Cord shall have an

insulated copper equipment conductor. c. If supplied through a transformer, the transformer shall be listed for the purpose, have an ungrounded

secondary, and have a grounded barrier between the primary and secondary windings. 2. Wet-niche luminaires shall comply with the following:

a. Luminaires operating at more than 15V shall be GFCI protected. Voltages above 150 are not permitted. b. The top of the lens shall be located a minimum of 18-inches below the normal water level. c. Metal parts of the luminaire and forming shell in contact with the pool water shall be of brass or other approved

corrosion-resistant metal. d. Conduit must extend from the forming shell to a junction box and shall be of brass or other approved corrosion-

resistant rigid or intermediate metal conduit. Liquid tight flexible non-metallic conduit or rigid nonmetallic conduit may also be used and shall be buried at least 18-inches (measured to the top of the conduit) except where it rises for termination.

e. Where nonmetallic conduit is used, a #8 AWG copper wire shall be run between the terminal in the forming shell and the junction box, unless a listed low voltage lighting system is used that does not require grounding. The termination of the #8 AWG bonding jumper in the forming shell must be covered with a listed potting compound to prevent deterioration.

f. Conductors on load side of the transformer or GFCI shall not occupy conduits, boxes, or enclosures containing other conductors unless the other conductors are also GFCI protected.

g. The flexible cord shall be: long enough to reach the decking or other dry location for maintenance (minimum 12-feet), factory installed, permanently attached to the luminaire, complete with grounding conductor not smaller than #16 AWG (connected to a grounding terminal in the supply junction box, transformer enclosure, or other enclosure), and covered or encapsulated at its end with a listed potting compound to prevent entry of water.

3. Dry-niche luminaires shall comply with the following: a. Luminaires operating at more than 15V shall be GFCI protected. Voltages above 150 are not permitted. b. Provisions for drainage shall be provided. c. Shall have means to accommodate one equipment grounding conductor for each conduit entry. The equipment

grounding conductor shall be #12 AWG (minimum) insulated copper.

CIRCULATION SYSTEM REQUIREMENTS 1. The circulation system consisting of pumps, hoses, tubing, piping, return inlets, suction outlets, filters, and other

related equipment shall be located so that such items may not be used as a means of access to the pool. 2. Circulation system equipment shall be sized to provide a turnover of the pool water not less than once every 12

hours. 3. Return fittings shall be provided and arranged to facilitate a uniform circulation of water. 4. A strainer shall be installed on pressure filter systems between the pool and the pump. 5. A backflow preventer shall be installed on the water supply pipe. 6. All outlets, submerged vacuum fittings, and drain covers shall be listed and labeled for suction entrapment

avoidance in accordance with APSP 7.

ENTRY AND EXIT REQUIREMENTS 1. A means of entry and exit shall be provided in all shallow areas where the shallowest design water depth exceeds

24-inches and shall be located on the shallow side of the first slope change. 2. A means of entry and exit shall be provided in deep areas where the water depth exceeds 5-feet. Pools over 30’ in

width at the deep area shall have an entry/exit on both sides of the deep area. 3. Beach and sloping entries, used as a pool entrance, shall not exceed 1-unit vertical in 7-units horizontal. 4. Ladders

a. Treads shall have a slip-resistant surface. b. Treads shall have a minimum depth of 2-inches. c. Distance between treads shall be 7” min and 12” max. d. Top tread shall be located 12” max below the top of the deck or coping. e. Clearance between the pool wall and ladder shall be 3” min and 6” max. f. Clear distance between handrails shall be 17” min and 24” max.

5. Stairs a. 10” min tread depth b. 12” max riser height. Additional steps are not required for water depths exceeding 48”.

BARRIER REQUIREMENTS 1. Barriers shall be constructed and located to prohibit the barrier, permanent

structures, trees, pool equipment, storage boxes, or similar objects from being used for climbing. a. The top of barrier shall be 48” minimum above grade. b. Vertical clearance between grade (grass, mulch, gravel, etc.) and the bottom of

the barrier shall not exceed 2-inches. c. Vertical clearance between grade (concrete, asphalt, etc.) and the bottom of the

barrier shall not exceed 4-inches. d. Solid barriers (no openings) shall not contain indentations or

protrusions except for normal construction tolerances and tooled masonry joints.

e. Where the barrier is composed of horizontal and vertical members and the distance between the tops of the horizontal members is less than 45”, the horizontal members shall be located on the pool side of the barrier. Spacing between vertical members shall not exceed 1¾-inches in width. Where there are decorative cutouts within vertical members, spacing within the cutouts shall not exceed 1¾-inches in width.

f. Where the barrier is composed of horizontal and vertical members and the distance between the tops of the horizontal members is 45” or more, spacing between vertical members shall not exceed 4-inches (spacing

between vertical members shall be less than 4-inches to comply with barrier openings). Where there are decorative cutouts within vertical members, spacing within the cutouts shall not exceed 1¾-inches in width.

g. Maximum mesh size for chain link fences shall be 1¼-inches square (measured on the diagonal); unless the fence is provided with slats fastened at the top or the bottom; then a standard chain link fence may be used.

h. Where the barrier is composed of diagonal members, such as lattice fence, the maximum opening formed by the diagonal members shall be no more than 1¾-inches.

2. Openings in the barrier shall not allow passage of a 4-inch sphere. 3. Where the wall of the dwelling acts as part of the barrier, operable windows with a sill

height of less than 48” above the indoor finish floor and doors shall be equipped with a listed and labeled alarm. The alarm shall activate within 7 seconds and sound continuously for a minimum of 30 seconds immediately after the door and/or its screen is opened and be capable of being heard throughout the house during normal household activities. The alarm shall automatically reset under all conditions. The alarm shall be equipped with a manual means to temporarily deactivate the alarm for a single opening. Such deactivation shall last no more than 15 seconds. The deactivation switch shall be located at least 54” above the threshold of the door. The alarm is an audible warning when the door is opened. The following requirements shall

be followed: listed and labeled in accordance with UL 2017, the deactivation switch shall be located at least 54” above the threshold of the door.

GATE REQUIREMENTS 1. Pedestrian access gates shall open outward away from the

pool and be self-closing and self-latching. 2. Gates shall be self-closing and self-latching. 3. Gates shall be equipped to accommodate a locking device. 4. Gates not intended for pedestrian use shall remain locked

when not in use. Double or multiple gates shall have at least one leaf secured in place and the adjacent leaf shall be secured with a self-latching device.

5. The release mechanism for gates shall be located 54” above grade or a minimum of 3-inches below the top of the gate and shall be located on the pool side of the gate. The gate and barrier shall have no openings greater than ½-inch within 18” of the release mechanism.

SAFETY FEATURES

1. All decks, ramps, stairs, ladders, and walking surfaces surrounding pools must be slip resistant. 2. A rope or float assembly shall be installed across the width of the pool not less than 1-foot nor greater than 2-feet

from the first slope break of the pool. Rope anchoring devices shall be permanently attached to the pool wall, coping, or deck. Rope ends shall be equipped with a device to allow the rope to be disconnected from the anchoring devices.




Residential Deck Design Guide 1. The following guide is based upon requirements set forth in the Pennsylvania Uniform Construction Code (PAUCC). Tables

and details found in this guide are taken from the International Residential Code (IRC 2015/2018) and the American Wood Council’s Deck Building Guide (2015). This guide is intended to provide pertinent and helpful excerpts from the noted sources. Provisions not found in the noted sources are recommended as good industry practice. Where there is a difference between the provisions of this guide and the IRC, the provisions of the IRC shall apply. Alternative construction materials or methods not recognized by the PAUCC shall be evaluated by the ICC Evaluation Service, Inc. or by other accredited agency. As this is a guide only, contact the authority having jurisdiction for additional requirements or modifications to the following information.

2. Detailed plans drawn to a suitable scale shall be submitted with the permit application. The plans shall include the following: a. Plot plan showing property lines, easements, size of deck and setbacks from all property lines b. Footing details (footings also required for stairways where they meet grade). c. Size, spacing and length of all posts, joists, and beams shown on a framing plan. d. Stair, handrail and guard details. e. Stair details (riser height = 8¼” max. and tread depth = 9” min). A light source shall be provided at the top landing such

that all steps and landings are illuminated. f. Details regarding attachment to the house, joist to beam connections, rail to post connections, and post to footing

connections. g. Manufacturer’s installation instructions and design details for any/all alternative materials proposed.

3. All lumber shall be pressure treated or naturally resistant to decay. All framing hardware and fasteners (joist hangers, nails, anchors, mechanical fasteners, etc.) shall resist corrosion.

4. Decks supporting uniform live loads exceeding 40 psf, large concentrated loads such as hot tubs, or roofs need to be designed by a licensed engineer.

5. Decks shall not be attached to house overhangs (cantilevers), cantilevered box or bay windows, brick or stone veneers, exterior finishes, or chimneys. These decks would require self-supporting construction methods or a design by a licensed architect or engineer.

6. Decks shall be positively anchored against lateral loads to the primary structure. Tension devices with a design capacity of 1,500 lb. shall be installed in two locations. Tension devices with a design capacity of 750 lb. shall be installed in four locations.

7. Decks for swimming pools must also adhere to the requirements for guards and any other applicable regulations.

DECK TERMS EXAMPLE SITE PLAN

EXAMPLE DECK FRAMING PLANS

LEDGER REQUIREMENTS 1. The ledger board shall be equal to or greater in depth than the deck floor joists. The existing band joist must be capable of

supporting the new deck. 2. Remove exterior finishes prior to installing the ledger board. Install flashings where ledgers are secured to existing

construction. Both back flashing (behind ledger) and cap flashing (shingle style flashing over ledger board) are to be provided at deck connections. Flashing shall be installed at a door threshold to prevent water infiltration.

3. Deck ledgers shall not support concentrated loads from beams or girders and shall not be supported on stone or masonry. 4. Attach the ledger board in accordance with one of the typical details below. Fasteners used to connect the ledger board to

the band joist and their spacing shall be in accordance with the table and detail below.

TYPICAL DETAILS

FASTENER REQUIREMENTS FASTENER SPACING DETAIL

JOIST SIZE AND ASSEBLY REQUIREMENTS 1. Floor joists shall be sized and installed in accordance with the following details and span table. Joist span is measured

between the centerline of bearing at each end of the joist and does not include overhangs. 2. Deck joists are permitted to cantilever not greater than one-fourth of the actual joist span. 3. Floor joist ends and bearing locations shall be provided with lateral restraint. Joist hangers, blocking between joists, or rim

joists shall be used for lateral restraint. 4. The ends of each joists shall have a minimum 1½” bearing on wood or metal and not less than 3” on concrete or masonry for

the entire width of the joist. 5. A continuous rim joist must be attached to the ends of the deck floor joists as shown in the detail below.

TYPICAL JOIST LAYOUTS JOIST TO BEAM CONNECTION

RIM JOIST CONNECTION

FRAMING AT CHIMNEY OR BAY WINDOW

JOIST SPAN TABLE

BEAM SIZE AND ASSEMBLY REQUIREMENTS 1. Beams shall be sized and installed in accordance with the following details and span table. Beam span is measured between

the centerline of bearing at each end of the beam and does not include overhangs. 2. Beams are permitted to cantilever at each end up to one-fourth of the actual beam span. 3. Maximum allowable spans for wood beams shall be in accordance with the following details and span table. 4. Splices of multispan beams shall be located at the interior post locations. 5. Beams shall have minimum 1½” of bearing on wood or metal and not less than 3” on concrete or masonry for the entire width

of the beam. 6. Deck post to beam connections shall be by either approved post cap or by notching of the post to allow the beam to rest

directly on the post.

TYPICAL BEAM ARRANGEMENTS

BEAM SPAN TABLE

BEAM ASSEMBLY DETAIL

FOOTING REQUIREMENTS

1. Concrete for footings shall have a minimum compressive strength of 3,000 psi. All footings shall be a minimum of 36” below grade and bear on undisturbed, natural soil. Deck footings closer than 5’-0” to an existing exterior house wall must bear at the same elevation as the existing footer of the house. Alternate footing materials/designs will be approved on a case by case basis.

2. Footing size shall be based upon tributary load and an allowable soil bearing capacity of 1,500 psf. (12” diameter minimum). See detail and table below. Footings are required where stairways meet grade.

DETERMINING TRIBUTARY AREA FOOTING TYPES

FOOTING REQUIREMENTS FOR STAIRS

MINIMUM FOOTING SIZES BASED UPON TRIBUTARY AREA

POST REQUIREMENTS

1. Posts shall be restrained to prevent lateral displacement at the bottom support by use of an approved post base connector. 2. Two-ply beams shall be attached to 4x4 posts with an approved post cap or by notching a 6x6 post. Three-ply beams shall

be attached to 6x6 posts with an approved post cap. 3. Diagonal bracing parallel to the beam is required at each corner post greater than 2’-0” in height. Freestanding decks require

diagonal bracing both parallel and perpendicular to the beam at each post.

ALLOWABLE POST SIZES BEAM TO POST CONNECTION DETAIL

TYPICAL DIAGONAL BRACING

GUARD REQUIREMENTS

1. Guards are required along open sided walking surfaces; including stairs, ramps, and landings that are located 30” vertically above the adjoining floor or grade below at any point within 36” horizontally to the edge of the deck.

2. Guard posts shall be a minimum 4x4 and must be fastened to floor framing members to ensure the entire guard can resist a minimum 200 pound lateral load applied along the top of the guard assembly.

3. Guard posts may be installed on either side of the rim or outside joists. Guard posts shall not be cut or notched. 4. Installed guards shall not be less than 36” high. Guards on the open sides of stairs shall not be less than 34” high. 5. Installed guards shall have opening limitations in accordance with the details below.

GENERAL STAIRS

GUARD POST MOUNTED TO EXTERIOR SIDE OF JOIST GUARD POST MOUNTED TO EXTERIOR SIDE OF RIM JOIST

GUARD POST MOUNTED TO INTERIOR SIDE OF RIM JOIST

STAIR REQUIREMENTS 1. Stairways shall not be less than 36” in clear width (riser height = 8¼” max. and tread depth = 9” min.). Risers may be open

but shall not allow the passage of a 4” diameter sphere. 2. All stringers shall be a minimum of 2x12 spaced at a maximum of 18” on center. The maximum span for stringers is shown

below. Additional 4x4 posts shall be provided where the span exceeds these dimensions. If the vertical height of the stairway exceeds 12’-0”, then an intermediate landing shall be provided.

3. Stairways shall have a light source located at the top landing such that all stairs and landings are illuminated.

STAIR STRINGERS TREAD CONNECTIONS

STAIR STRINGER CONNECTIONS

STAIR STRINGER CONNECTIONS AT LANDINGS

HANDRAIL REQUIREMENTS 1. Handrails shall be provided on at least one side of each run of stairs with four or more risers (height above tread = 34” min.

and 38” max.). 2. Handrails shall be continuous for the full length of the stairs. MISCELANEOUS REQUIREMENTS HANDRAIL MOUNTING AND GRIP REQUIREMENTS

LATERAL LOAD REQUIREMENTS

1. Lateral load connectors shall be installed when the deck is not self-supporting. Connectors shall be installed in compliance with one of the following methods: a. Minimum of two lateral load connectors each with an allowable capacity of not less than 1,500 pounds. b. Minimum of four lateral load connectors each with an allowable capacity of not less than 750 pounds.

1,500 POUND CONNECTOR INSTALLATION 750 POUND CONNECTOR INSTALLATION

REQUIREMENTS FOR DECKS AT POOLS 1. A 48-inches high guard/gate is required at the base of the stairs that is self-closing and self-latching and equipped to

accommodate a locking device. 2. The release mechanism for the latch shall be a minimum of 54-inches from the bottom of the gate or shall be located on the

pool side, 3-inches below the top of the gate with no openings greater than ½-inch within 18-inches of the release latch.




Residential Deck Construction Details

1. The following details are taken from the American Wood Council’s Deck Building Guide (2015) and the International Residential Code (IRC 2015/2018). Details not found in the noted sources are recommended as good industry practice. As this is a guide only, contact the authority having jurisdiction for additional requirements or modifications to the following information.

2. All lumber shall be pressure treated or naturally resistant to decay. All framing hardware and fasteners (joist hangers, nails, anchors, mechanical fasteners, etc.) shall resist corrosion.

3. Decks supporting uniform live loads exceeding 40 psf, large concentrated loads such as hot tubs, or roofs need to be designed by a licensed engineer.

4. Alternative construction materials or methods not recognized by the PAUCC shall be evaluated by the ICC Evaluation Service, Inc. or by other accredited agency. Manufacturer’s installation instructions and evaluation reports shall be submitted for review prior to use.

DECK TERMS

LEDGERS

CONECTION TO BAND/RIM JOIST CONNECTION TO CONCRETE/MASONRY WALL

FASTENER SPACING DETAIL

JOISTS

TYPICAL JOIST LAYOUTS JOIST TO BEAM CONNECTION

RIM JOIST CONNECTION

FRAMING AT CHIMNEY OR BAY WINDOW

BEAMS

BEAM ASSEMBLY DETAIL BEAM TO POST CONNECTION DETAIL

BEAM TO POST CONNECTION DETAILS

GUARDS

GENERAL STAIRS

GUARD POST MOUNTED TO EXTERIOR SIDE OF JOIST GUARD POST MOUNTED TO EXTERIOR SIDE OF RIM JOIST

GUARD POST MOUNTED TO INTERIOR SIDE OF RIM JOIST

STAIRS STAIR STRINGERS TREAD CONNECTIONS

STAIR STRINGER CONNECTIONS

STAIR STRINGER CONNECTIONS AT LANDINGS

HANDRAILS

HANDRAIL MOUNTING AND GRIP REQUIREMENTS

LATERAL LOAD REQUIREMENTS 1,500 POUND CONNECTOR INSTALLATION 750 POUND CONNECTOR INSTALLATION


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CIVIL STRUCTURAL MUNICIPAL ELECTRICAL MATERIAL HANDLING MECHANICAL SUPERVISION

Residential Deck Framing Plan

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